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HomeMy WebLinkAboutWPO201400053 Plan - Approved 2014-06-02VICINITY MAP - scale: 1" = 500' GENERAL ALBEMARLE COUNTY CONSTRUCTION NOTES 5 BENCHMARK IS BENCH TIE IN BASE OF UTILITY POLE ELEV.613.88 / 4 X SCI <, x7 / r 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). STREAM BUFFER DISTURBANCE /MITIGATION CALCULATIONS_ EXISTING STREAM BUFFER DISTURBED = 7,857 SF + 21,592 SF = 29,449 SQUARE FEET (0.68 ACRES) MITIGATION RATION OF 2:1, THEREFORE MITIGATION AREA = 29,449 X 2 = 58,898 SQUARE FEET (1.36 ACRES) PLAN IS TO MITIGATE THROUGH NEW PLANTINGS AND PERMANENT PROTECTION, NEW PLANTINGS WILL BE 600 HARDWOOD AND /OR PINE SEEDLINGS PLANTED ON APPROXIMATELY 8'X 8' CENTERS WITH TREE TUBES AND MATS FOR EVERY ACRE OR FRACTION THEREOF OF DISTURBANCE = 1.36 X 600 = 816 PLANTINGS PLANTING PROPOSED = 816 (SEE PLAN FOR LOCATION) f PROPERTY CONTACT: CORE DEVELOPMENT GROUP, LLC - CONTACT: STEVE BOTTAS 1923 OLD BALLARD FARM LANE O 608 s xmme 'L CHARLOTTESVILLE, VA 22901 PROPERTY ADDRESS: 5510 WYANT LANE - CHARLOTTESVILLE, VA 22903 TAX MAP / PARCEL #: TMP 72 -36C6 PROPERTY SIZE: 5.020 AC. ZONING: RURAL AREAS ( RA) MAGISTERIAL: SAMUEL MILLER COMPREHENSIVE PLAN: RURAL AREA 3 EXISTING /PROPOSED USE: RESIDENTIAL DRINKING WATER SOUTH RIVANNA RESERVOIR WATERSHED: OVERLAY DISTRICTS: NONE EXCEPTION REQUESTS: PIPE CULVERT CROSSING IN A PERENNIAL STREAM SURVEY SOURCES: THIS TOPOGRAPHIC SURVEY OF A PORTION OF PARCEL A, LOCATED OFF STATE ROUTE 791 ALBEMARLE COUNTY, VIRGINIA, WAS QJ 0 t/I 4-J v ro LU �s LU WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF THOMAS B. LINCOLN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND /OR ORIGINAL DATA WAS OBTAINED ON MAY 20,2014; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE pyTH OF r'G v y Alan nklin NOTED. DATUM: HORIZONTAL NAD -83 VIRGINIA SOUTH ZONE, VERTICAL NAVD -88. BENCHMARK: BENCH TIE IN BASE OF UTILITY ;POLE IONAL ELEV. 613.88 FLOOD PLAIN: THIS PROPERTY LIES IN AN ARF'A DESIGNATED AS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY FEDERAL EMERGENCY MANAGEMENT ACENCY. r DATED: FEBRUARY 4, 2005. SURVEY NOTES: 1. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 2. SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. N 3. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY /COUNTY UTILITY MAPS AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 40 10' 20' 40' 80' ♦ APPROVED by the Albemarle County ,emu Development op pnrtment File ----- - -- ... / x / pp TMP 72 -36C1 � JOHN C. AND NINA L. SCHOEB �.. -'-- �'� ,v•' - -"+- / v� D.B. 2675 P. 155, 161 PLAT / _'"- D.B. 4064 P. 124 , 17 +00 % 16 +0 I 50 0 2 '31 �' �""- DISTURBED WPO :''::T:.:. _ STREA B FER 2 _ TMP 72 36C1 '� q v�' '` (21,592 SF) JOHN C. AND NINA L. SCHOEB N / D.B. 2675 P. 155,161 PLAT D.B. 4064 P. 124 IWPO STREAM BUFFER �/ /'" � ' '' :: •..�';:._ ,i / �.�'� I_ J MITIGATION AREA :., �l_..� I 4 , v.. , (300) HARDWOOD ANDiOR PfNE /x =b`� SEEDLINGS W/ TUBES AND T i x x EL-A-, I 0, ' _ / :.•. - -X f ::;•::::,: USX MATS @8'O.C. r ` r4 -C X'YT - :::.:.. r, ' # _1 _ RX v° PROPOS OUSE SITE © % L �,j �, `..�. I --�- ' ,� LIMITS OF WATER PROTECTION , / l X i �� ' X• X ORDINANCE (WPO) STREAM 7` •..... BUFFER PER ALBEMARLE by �- J� j i '��-' � _ + COUNTY GIS INFORMATION 4* COUNTY - �� -- - " T ... i r / �` ;'..:.;.;' :.:.. - - 1x_ :fix.._ X I `b x , / �x''�Y ' S / ANSTALI�VDOT - TD EW- i_ t`j v. :'•;'.^ r7 EXISTING SILT FENCE CON C ETE EN O WALL N i- X... -.. `i� 1-`? I iX i� x Xrt TO REMAIN EXISTING PIPES �,�/ 'fit-` -r �- I f T i._ a T - r I_ - I._ + -- • ---6Up v /� g �, � / f - (AD JU ' T PIPES S NEE D) ,��o�'' � -1,- '� r`�I -, T { � X CLASS II RIP RAP ARMOURING �• :,' `•� :•.`'� � �_ X�_._;_.. �'__�_.;._ �-- .a•- 'r--- _�-- 'j.._l. � 1• -�--� � + "2' MIN. DEPTH OVER FILTER FABRIC , ' XI - I _N , r 1 -1 -1r _ _' u'_+ ,- x EXISTING SILT FENCE WOODS \ - _ __ - ___- / % r,/ �/ :• f, _ - - TO REMAIN / .'��k ::.'':...,.•,: ,;. :' ` I ' X�Y ! X, ' v ,f I \\ / / / / P °:;:...... .. _.._ 1.! -� 1j f T_. [✓ :4 s I , -� �. / �o`�' DISTURBED WPO r \/' �Q _ _L r X _rTX ! i... ?(! X' }- >4 , {: OODS BUFFER / / �X W x X O � .' " 1 _' ._ _.j� _F' STREAM B ;.: (21,592 SF) ^I 1 1 _.,. T � `•`•^. + I x / /- / ,; / t I... ...- - t X- :;. vvC? _ P�GR `� r ``�� M Bu lop / / :. x' X �_...__ E x • WPO STREAM BUFFER ` :... , _ .' � ;-- -; f { X11 s • • // I TMP 72-36C6 REC Q'TL`Y INSTALLED 48"'r ' �' MITIGATION AREA P VERT V 4 / _ x / % // - -� � -X P(G /� CM S IN V. 5' 9.Ot + { ' (58) HARDWOOD AND /O PI= J / a :::: I x I :.1 PARCEL 2 % / / 'l :.. T i ` - -� _. _ 1 r L� �� j5 -'' _ - +- SEEDLINGS W /TUBES AND , 5.014 AC _ tti % �••' _ r. �- ,� 4 --'4"" i I�1 ! �1 ' .. , )(� ....: ��i -i �I^ t , i , ' �\ J }I / / Qj • i' 1 . ( t 1_ ..,.. -., - Tt -i- E �'......� ' �/� �. Z p ...... 'i'. { k '; @ ♦ / / / s M TS 8 O.C. x 4­1 _ - � ... ._ t.. _..�.__ xr .. - ' , LYNN BURR HANSON D ,< / _{ .. :- .,;- _ : s ._.. • i 1 ' i._.r - I -- -Xi _ �- - -C -` KARI / % / -_ ; :, `t� .`:. ,,.. .! _i __ _. C_ _ ` _ r i t g D.B. 2675 P. 1 161 PLAT A E PREVI LY NOT __ •l, ' �'::: ,• I f i �- r`' _.�:;_. -i- 1_ I ! _._�. ; I , f Irv. t_ , 55, T - D.B. 4432 P. 432 / / WOODED DUE TO POW W - f:.:7 • :. _. :� _.._i _} ;...fi �_r -� .. E _ _ r� ._... - ;- I X_._. ,1(..t .._ / /,, � , �- -}- I i � 13 � ;._ �. }--- �� (` � _F_.. .' %,�r -''` � I ,r- / % x _ -- EXISTING'POWE LINE d `" go / J I vo1 + + PO STREAM BUFFET -- J/ MITIGATION AREA / % / -' __.._ .� ___' E { i_ ?_ �� - ', -! - '- - -"" _- x (40� HARDWOOD ANWOR PINE k ® -� X .'._._ _s I -.((! - '� SEEDLINGS W TUBES AND T ` .. _.�_..�,a' MATS @ 8' O. . C � r_ IM . ..- • -'--"' _. -•---- � •- { .�y._.?. -_�_. ....�._ �.. -.j- ��� `"�: ���.._{....- �- �F...4- - F- -�'% f -fir 11 f I DISTC~JRBED WPO / o� c ._. . �._ r - .{ ,� STREAM BUFFER '; 1 I Y ;l'x q (7,857 SF) �'I 1..._{ 1 ._ • -.1.. i _� i `�' t - Y.... X WOODS . _ r ? .�- t - �- -{ '.X_ XISTING SILT FENCE 0 REMAIN , kT • - ` x LIMITS OF WATER PROTECTION / ✓' / / /fx�� ORDINANCE (WPO) STREAM BUFFER PER ALBEMARLE COUNTY GIS INFORMATION / - -..- Z_ 68745` - - ------ TMP 72 -36C2 ROBERT W. AND RUTH L. O'CONNELL D.B. 1084 P. 456 4.. } 1 -- j' .} I r i � ,` S.^ 5.. ., .':r. :,. � !_._�• : . , � , X' ... � t ! ..• __•_ __-t-' f � t ! I y s__-I t_.... {__. _ S �.__•... ._ .. -s ,. r,'j; :':i •.; �.�..) ,1 �� � r 't '..... .;:., r -,. _.. +. .� �� r'i__�-. -t --'-. �__'_. - �'._`?(•...... . - --j` ( I i i _. t_- 1. � t J_ ..-..i { --._'_ .. f S ^: _'' I ' � `, �N -4_._ __ � �> � r.. :, � , I i ' X' X ._..r....'..... I _ 1. ___i.._.�_...,I_ ..� �..-. - •t..,`- �"_.�.._ � / t' I i T` _ . X ,- i � -� I '} i � C' :..��.,...L; -;r �•'' i- , f ,j:;�C.. � r.. ; •!',' s t`..f+, -Y •.,.-,,,_.;�`' i ( i_' _..y._....__.... _ 4 -{ I ! __ � � t� - "- ' - -"5• _ 1 7. ,• .,... rI. -.: wi•. ... .._ ,.. .. ._T .,.i... 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I :'r �_�..•� , .:r�.': ,.. ..,. ,'• ,; -�•.T �„-• �.!•�L✓�ut„y�...•�.H"^X.'' �` / EXIST G GRA V j i _ .. _�- r � � , 1 _... .. ,---r T 1. .__ . _ .. ,-{ .-,.. .,:...• ' 'G,.. / 1 I • v ; � 1. --r , as -� +: 1 � _... fa.r.... � , ., .. .. .. '.: " : ,.:. ; � � o• w �lj Y "9' I I � - � T � I x i r x f tea-' - t ... �. / 1 CSODEN GUARDRAIL° !`,`� ,_... I_. ...... _! I �,v l 1 I / / + a s+ r�, �..,.. :. r,. n / 1 / OR FENCE; iYP. G v: • �� } __ �.._• s } ! _� • x tK c� PO STRE M B FFER I 3 ARGE E ISTING , X - �C ITIGATION� AREA /±.J TF�EES TOEMAI -'.4 INSTALL VDOT STD EW -7 % '� 58) HARDWOOD NDOR PINE .. ' ��� '��{ . SEEDLINGS'W/ TOES AN vv, ` q CONCRETE ENDWALL ON �� CLASS II RIP RAP ARMOURING ;... E -'I , , x ` ;',' ,. �' pp / / *2' MIN. DEPTH OVER FILTER ri -._ Ov MATS @ 8 p.C. EXISTING PIPES 1 -,a (ADJUST PIPES AS NEEDED) / FABRIC �� 4`1 / �,� rr� G ` 1p +54 I I/ EXISTING SILT FENCE ♦~ \ ' , r'' �'I' TO REMAIN o I iN EXISTING GRAVEL WOODS ♦\ , ( h1`Q� ! ' �� ?,•.•" Q) tK x WOO S 1 :. ♦ 1 TMP 72 -36C2 ROBERT W. AND 1-7 I\ RUTH L. O'CONNELL �' a D.B. 1084 P. 456 x �I in ') x v 3 v O 608 s xmme 'L vy '> LA � U N U w, M QJ 0 t/I 4-J v ro LU �s LU pyTH OF r'G v y Alan nklin Lic. No. 35326 W IONAL r co N z LO Z � 0 Z D O U W (D z fLL <( _ O 2 W Q W - U � ^J � LL CL < r cy) 0 r4*__ W U W I- Z QO Z) Z O� 06 0 11� W O <C Z ~ U) O 0 LL I-- O U LL W LL O LL Q L..^J '. ii W W U I- fLL n W Z O W w �J - ;�O F 2 `•l41 61( •11 59( Lei 10 • wo 56C -W; DRAINAGE AREA MAP SCALE: 1" = 500' -RA I ONA L METHOD WORKSHEET Watershed ID: (2) -48" CMPs Drainage Area, 163.00 Acres c- factor. 0.33 (see worksheet) tc: 35.72 minx. (see worksheet) Q(2); 11116' Ciro Q(10) 158.50 oft Time of Concentration Worksheet. Area Overlan d Flaw Time Forest Source; Seelye Chart as modified in Vc4T. Drainage Manuel (Fig. 1.5.1.1 of Page 1-1315) Lawnfpastune Notes.' 0.40 f o e= � L ength ar � larnd flow always_ 2t79 n 3.00 4 Calculate a separate Tc rot each ground cnnverconddion along the flour path 200.0 Enter Length of Strip (ft) Sample C" values- 8.50 En t er o % or ft11.04ft 9.22 Dense grass 0.26 En ter Rational Method * "value 0.28 fue ra 9 gras s s Tailwater Elev ft ` 9.36 Poor grass 14.00 Result Tc (minutes) ' a49' Bare soft 9.90 Pavemenf i t*,c 5 TMP 73-MC& Date; 5130)2014 1)cwgnec; AGIF Weighted c- factor Worksheet Cover Type Area I c Forest 00.00 0.25 Lawnfpastune 80.00 0.40 Impervious Areas 3.00 D.95 332'.00 Enter Length of Flown (ft) I 0,.00 Enter Leogth of Flow (d) 9.60 Enter Slope (°! or ftficolt) 1.00 Entef Slope k% or NINA) 0.00 Qmax (cfs): areaxcn 20.00' 32,oa' 2.55 0.00 0.00 c- factor= 0.33 Shallow Concentrated Flow Time Shallow Concentrated Flo vv Time Source. SCSVeloci ty Gra ph as published in'Vr 'nia Erosion and Source: SCS Velocity Graph ph as published in Virginia Erosion and Sediment S eli ment Control Handbook . Third Edition (Plate, 6- ta P ag e V-1 , 2 ) C o trot Handbook, Thir d Edition (Plat e ti2 on Page V t2) Notes: )Votes: 1 Not i s ed wall -daf nnefs - sae n cal i nt nil for mail cha cPn9 N flow color on n f 1 Not " to for w+elt�dat' Ciro al's:- ea channel t. � m .railed mad nn s nn fbwGatGUiB x)n Z) Calculate a se arate Tc for each round coverconovion aba the flour oth P g fl! p 2f Catcula,to a s rote To for each round cover con0on akm the flow . g g ._ pa 332'.00 Enter Length of Flown (ft) I 0,.00 Enter Leogth of Flow (d) 9.60 Enter Slope (°! or ftficolt) 1.00 Entef Slope k% or NINA) _1.11 Result Te (minutes)i IF UNPAVED Result Tc (minutes) {F UNPA14ED RestAt Te (mlix0es) IF PAVED q.qq Result Tc i minute5) IF PAYED Pipe Flow Time Assumes 6 ftls velocity in pipe D.QO Enter Length of Flows in Pipe (ft), q.qq Restet Tc (minutes) Channel Flom Time Source., Kirpich Chart its modified in Vc4T'' Drainage 'Manual (Fig, 1.6J.2 on Page 1.14) Notes. f) For small drainage beslns. Z) For concrete channefs, use 0.2'Tc +225.00 Enter Length of Flow (ft) 104.00 Enter Height of most remote point along flaw path above outlet 20.81 Result Tc (minutes) Rainfall Intensity .(Aibemarie' County, , Virginia) Return Duration Intensity Period (min%) (Irvh4 2 35.1 2,1 1t1 35.7 2,8 Acceptable values for duration, are between 5 and 60 minutes, Use values outside this rargo of risk Culvert Report Hydraflow Ex re.s: s Extension for AutoCA_ DG C_ ivil 300 2013 b Autodesk Inc. I Friday, M ay 30 20.14 TMP' 73 -3603 10 -YR' NOTES: EW -7 Invert Elev Dn (ft) = 559.20' Calculations Pipe Length (ft) = 35.00' Qmin (cfs) = 158.50' 0 Slope (/o) = 0.00 Qmax (cfs): = 158.50' Invert Elev U fit = 559.20 Tailwater Elev ft ` = do +D /2 Rise in' - 48,0 Shape = Circular Highlighted 3. THS ITEM MAY BE PRECAST OR CAST IN PLACE. span in` _ _ 48.0 _ _ . 'at I f � � - - 15$.Sa No. Barrels = 2 Qpipe (cfs)' = 158.50 n -Val ae =. 0.020 averto cfs ' = a.OQ Culvert Type = Circular Corrugate Metal Pipe Veloc Dn (ft /s ) ; _ Z06 Culvert rt Entrance Headwall veIQQ U ft /s; - 6.5:4; Coeff. K M c Y k = 0 d 0 78, 2, 0'.'01379., 0169; 015 HGL Dn (ft) = 562.55' 5. ALL CAST ` IN PLACE CONCRETE TO BE CLASS A3. FOR: PRECAST SEE SHEET 101.18. HGL Up (ft) = 562.89 Embankment Hv Elev 563.47 Top Elevation (ft ) = 565.00 HwiD (fi) _ Top `VVi dti ft - 25. 0 Faw Regime Inlet Control Crest Width (ft) = 100.00; 7. THIS STANDARD:;TO BE USED U WITH , STRAIGHT, CROS , SMVGS AND' SKEW :ANGLES` TO 150. Eaev Lryr TMP 73,36C3 104R. Hew Qapv,. (a): ; CULVERT CALCULATIONS 10 -YR STORM 2.1 VDOT STD EW -7 TYPICAL DETAIL IN 1' -► 6' - SHOULDER LANE 12:1- 2.0% 6" VDOT #25 OR #26 STONE COMPACTED SUBGRADE - - 6' 1' 2.0% 12:1 PRIVATE DRIVEWAY TYPICAL SECTION AMERICAN EXCELSIOR CURLEX I MATTING OVER SEED ON 2:1 SIDE SLOPES, TYP. I ' VI STA = 10 +5 NOTES: EW -7 1. QUANTITIES GIVEN ARE FOR ONE ENDWALL. 2. PLEASE REFER TO STANDARD EW -2, SHEET 10144. FOR ALL DIMENSIONS NOT GIVEN IN TABLES. 3. THS ITEM MAY BE PRECAST OR CAST IN PLACE. \I PI ELEV = 595.0 4. ONSHALLOW WHERE ENDWALLS ARE 1' OR LESS BELOW SHOULDER LINE. THE TOP �H�FI� S E EN HALL CONSTRUCTED PARALLEL TO THE GRADE: OF ROAD. 5. ALL CAST ` IN PLACE CONCRETE TO BE CLASS A3. FOR: PRECAST SEE SHEET 101.18. 6. , IN SHALL TOP OF ENDWALL PROJECT'` ABOVE FILL SLOPE, DITCH SLOPE, OR P DECARSE "2 :#4 DEFORMED CRACK _ . 7. THIS STANDARD:;TO BE USED U WITH , STRAIGHT, CROS , SMVGS AND' SKEW :ANGLES` TO 150. CONTROL BARS 8. COST OF BARS FOR CRACK CONTROL, TO BE INCLUDED IN, PRIC PER 810 PER C C E tl81 YARD PLAN Y. _ _IEW VIEW CONCRETE. 9. HEADWALL:.TO EE18EVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT TH AND 2 # 4 DEFORMED CRACK WINGWALLS OCCUR. CONTROL BAR' 10. BEVEL EDGE IS . REQUIRED ON THE HEADWALL AT THE `INLET .:END OF THE CULVERT K = 6.00 (WHERE. THE FLOW ENTERS THE CULVERT). HEADWALL AT THE 'OUTLET END OF THE T CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. S 11. Ys" CHAMFER MAY 815 PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION, r t K 0 6.81 I I SHAPE TO BE BEVELED I 'I ,r I „ I T _I WITH -NOR AR FL W ,I O r 4 I 1 LL I 1 Q DO NOT BEVEL INVERT FRONT VIEW O r SIDE 'VIEW FOR CQNCRETE PIPE FOR CORRUGATED FETAL PIPE FI L SLOPE;1fpt1 FILL SLOPE 2:1 FILL SLOPE lijz:l FILL .SLOPE 2:1 CONCRETE INCREASE CONCRETE INCREASE + 4 O CONCRETE INCREASE CONCRETE INCREASE 0 S T ONE DBL, FOR EACH ONE;DBL. FOR EACH G b D S T ONE DBL. FOR EACH ONE DBL. FOR EACH ENDWAL.L 'ADDITIONAL ENDWALL ADDITIONAL (0 > W ENDWALL ADDITIONAL ENDWALL ADDITIONAL CUBIC PIPE CUBIC PIPE �P-S�A 13 +05 CU81G ; PIPE CUBIC PIPE YARDi CUBIC YDS, YARDS CUBIC YDS. a W YARDS ' CUBIC YDS. YARDS' CUBIC YDS., o .� 6' -O" ._ ,�:: 4.829 1.271 5.493 0'402" > 0._31 a o. 5,.31 n w'- ► ,. 5.732 1 1.283 ' 0' -41 1. 0' -31 ,r 4S.- 8' -tOr' 10` -10" 5,964 1.591 6.802 1.572 ;0' -5!' 01_4" 48" W -Q " 10`-00/:!" 6.298 ? 1.616 7.132' 1.596 W -5" 0' " -41t ,� 7, -B.r 12'-2's 7.692 2.057 8.798 0':- " ©'_ y s. 8' -9 „ 111-31A11 9.258 2:081 0:7 60 "' 8' -8" 13' -8" 9.689 2:800 11.112 2.574 0' =6 " 0' -S "; 80'" 7'- " 12' -61 " 10.319 ' 2.677 11.748 2,850 0'- �" D` -5" 0" 12.016 ;3.240 13.811 3.209 0' -7" 0' -!1 66" B' -; . .1 131- 12.751 3.261 14.541 3.231 0 ' -7" 0 " -5 72 "! 10' -2 "< ,18' -2" 14.6$3 3.961 16.885 3.927 0'.- " '> 0' -6" ' 72" 9' -0 " tsr'= " 15.673 4:068 17.889> 4:033 0' -7' p" 0• -8" 78" 11' -0" 17' -6" 17.612 4.751 20.325 4.713' 01= " ' :0' -6 n 78" 9'•9 1. 18.918 ? '4:934 21.623'' 4.883 001-11Y14118 21.148 5.695 24:387 5.917. 0' -8 �., 0�.7.. @4" 1 -e -8 E" 171= 2" .:32.733:: 5,905 25.999` 5.880 0' -8 �" 9O" 12' -8" 2O' =2' 26.115 ; 8.920 28;978 6.872 0'•9 0' -7 " RO" -. 2' 18'-. p" 26.800- 7:076 30.643 7.025 " 0 - E' g&.- 13'-6" 21' -V' 29.439 8.153 33.999 8.101 O.' -10" : < .0' -8": 9+B" 2: 20'- a 31.400 8:353 36.000; 8.296 S�CIEFICAN N STANDARD ENDWALLS FOR MIJLT�PLE PIPE CULVERTS BRIDGE ROAD ;AND D BRDGE STANDARDS 105 � `" ! 42" 96" CIRCULAR PIPES REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION; 101.17 2.1 VDOT STD EW -7 TYPICAL DETAIL IN 1' -► 6' - SHOULDER LANE 12:1- 2.0% 6" VDOT #25 OR #26 STONE COMPACTED SUBGRADE - - 6' 1' 2.0% 12:1 PRIVATE DRIVEWAY TYPICAL SECTION AMERICAN EXCELSIOR CURLEX I MATTING OVER SEED ON 2:1 SIDE SLOPES, TYP. IU +UU DRIVEWAY PROFILE SCALE: H: 1"=20', V: 1 " =10' I I +UU I�/+UU kFAMI -Al 14 +00 15 +00 16 +00 020 310 E300 590 •iI 570 9 1� o o, % '> 4Z LA ro'i -4-3 :U M 1 rt: 6 v -Cy w r_ �ALTH OP Ir o� Inc t Alan Franklin a G. Fr n b py ' d Lic. No. 35326 w 0 ��CSti NAL �M W (N L C) VJ VI STA = 10 +5 Z \I PI ELEV = 595.0 P ELEV = 603.'38 A.D. _ -10.00 A.D. _ -11.75 K = 6.00 K 0 6.81 I I 60FV � 80 ~V O r + 4 O N r~ L.P. ELE = 566.61 O 0 00 °+' (0 > W I + L0 �P-S�A 13 +05 � a W > > > W o PVI STA� ---- 13 +00 > W l -- °' W 0 PVI ELEV = 558.00 Lu __ - - ° LO A.D. 28.75 - - -- ! 2.00% W K = .35 a - 5.00% 240 VC � `" ! E FISTING GRAD TRA qSITION TO ` - - PF OPOSED GRADE . HON E SITE GRADES co TIE O WYANT U LO j rrno ,! -- LAN EOP 15 a w I�- > W i ! -- - (2) - EXISTIN 48" CMP CULVERTS @ INV. 559± o O O Q) O O rn O O O ' a O O 00O � N o o 00 a0 0 l) N O cr) N t" O ti 00 � � 0 OA y O 00 cD 0) o ti O N Lf) o0 a c0 �d O � C Cq OW � 't 00 In U') Ili U0 V) 0 to 00 In 00 LO U-) Lr) Lr) LC) LO LO W U1 V) Ln o Lr) (0 r__ 00 00 o0 00 0) o �O U0 Ur) LID U') I 0 L f) u7 LO Its u7 rn rf) Lr) O C° C° (0 IU +UU DRIVEWAY PROFILE SCALE: H: 1"=20', V: 1 " =10' I I +UU I�/+UU kFAMI -Al 14 +00 15 +00 16 +00 020 310 E300 590 •iI 570 9 1� o o, % '> 4Z LA ro'i -4-3 :U M 1 rt: 6 v -Cy w r_ �ALTH OP Ir o� Inc t Alan Franklin a G. Fr n b py ' d Lic. No. 35326 w 0 ��CSti NAL �M W (N L C) VJ -J Z Q � �- w W J ry � o � p6 � m W�a a �Q� �w U � 0 Q p z0� oW z U) O LL < C) O W u- O w a Q - W w � a � D�a I� C0 Z O U) W ry OF